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GIS in small hydro planning resource management
Table 2 (a): Quantitative
analysis of clustering phenomenona using mean Distance to
Nearest Technique (Uttar Pradesh: Potential Sites)
| Order |
Observed value |
Assumed with CSR* |
| 1 |
554.03 |
7701.77 |
| 2 |
1286.60 |
11552.65 |
| 3 |
1713.89 |
14440.81 |
| 4 |
2276.63 |
16846.85 |
| 5 |
2679.67 |
18954.05 |
| 6 |
3080.90 |
20848.68 |
Table
2(b): Quantitative analysis of clustering phenomena using mean
distance to Nearest Neighbour technique (Uttar Pradesh:
Potential Sites)
| Order |
Observed value |
Assumed with CSR* |
| 1 |
1927.13 |
3511.79 |
| 2 |
2153.82 |
5267.68 |
| 3 |
2316.77 |
6584.60 |
| 4 |
2486.02 |
7681.69 |
| 5 |
2608.62 |
8642.51 |
| 6 |
2779.82 |
9506.41 |
If the mean distance for the data set is much smaller
than the one for CSR (COMPLETE State Randomness), the points
tend to cluster.
Geological maps containing
lithological and major structural information were also
prepared digitally, in order to utilise these maps along with
Potential SHP and earthquake epicentre locations for better
planning and development (Figure 5). Digital base map and all
potential site attribute information were integrated in the
SPANS GIS to perform various types of queries / questions
provided by the users / potential developers. The major
advantage of such integrated GIS spatial database is that any
new and relevant information with individual SHP can be
brought into the system and further improved analysis can be
performed with minimum efforts (Figure 6).
 Figure 5
Analysis
of Remote sensing data Initially it was thought that
various information such as catchment boundaries, main channe,
habitation, concentration, road network etc. can directly be
gathered from remote sensing data, however, later on it was
realised that the data available from IRS-1A, 1B (LISS-III)
sensors are not good enough for all requisite parameters for
identification and confirmation of potential small hydro site
. Though it is not difficult to identify catchment boundary
and main channel in the remote sensing data in order to have
other information related with small hydro, particulary for
slope along main channel for potential head identification,
name of the channel, location and name of the villages etc.
Topographical maps of the area have to be referred and hence,
it was decided to use remote sensing data of only those areas
for which SOI 1:50,000 toposheets were not available.
 Figure 6
It is true that in last two decades remote sensing has
a powerful tool for any work related with natural resources
and environment, however, in the present project the study
area coverage was enormous and complete satellite coverage
would require more than 200-LISS-II scenes. Further, the study
area is an high altitude terrain, and hence perennial cloud
and associated shadow problems and snow cover makes it
difficult to get cloud-free and snow-free scenes.
GIS application in alternate sites
identification As discussed above that GIS is a very
powerful analysis and data management systemand can also be
utilized for various purposed e. g. spatial and non-spatial
analysis cluster analysis, alternate site selection etc.
Alternate site selection analysis using GIS has been performed
in a sample area in Darjeeling tea estate area (Rungsun Khola
catchment). Contour information using SOI 1:50,000 topographic
maps were digitized and DEM of the Rungsung Khola has been
overlaid on the DEM. Some proposed channels within one tea
estate boundary were also overlaid on the DEM and drainage
information. This overlay procedure provided slope information
/ available head along the Rungsung Khola. Applying certain
constrains four alternate sites were selected (Table 3) which
provides various options and available potential power etc.
Using DEM catchment characterization has been performed and
catchment boundary, stream slope calculation were determined .
Table 3: Various alternatives are provided on GIS
based analysis for SHP planning purposes in Rungsung Khola
catchment of Darjeeling tea estate area
Rungsuns
Khola-I Discharge = 0.5 Cumec
|
Alternative
|
Channel Length (Km)
|
Penstock (m)
|
Head(m)
|
Power(kw)
|
|
1
|
1.50(Ch-1)
|
1.25
|
140
|
490
|
|
2
|
1.75(Ch-2)
|
0.50
|
100
|
350
|
Rungsung Khola-II
Discharge=0.3 cumec
|
Alternative
|
Channel Length (Km)
|
Penstock (m)
|
Head (m)
|
Power (kw)
|
|
1
|
0.75 (Ch-3)
|
1.25
|
140
|
490
|
|
2
|
0.65 (Ch-4)
|
0.50
|
100
|
350
|
Combined (Khola-I
+ Khola-II)
|
Alternative
|
Channel Length (Km)
|
Penstock (m)
|
Head(m)
|
Power(kw)
|
|
1
|
2.25 (Ch1+3)
|
2.5
|
480
|
980
|
|
2
|
1.75 (Ch2+4)
|
1.0
|
200
|
700
|
Conclusion As
discussed above that integrated approach of GIS and RS can
play very important role in the field of SHP planning and
development. With the development and availability of fast and
efficient computer and hardware and software GIS and RS tools
are going to have more vital roles in natural resources
development and environment. The spatial database which has
been developed under the UNDP-GEF-HPP programme can further be
augumented with new sets of data on meteorological,
socio-economic and environment to support planning and
decision making processes.
Acknowledgement The author wish to
acknowledge with gratitude about the cooperation received from
the faculty and staff of AHEC, DES, CED, and NIH for
conducting an study under an assignment from UNDP-GEF-Hilly
Hydro Project, Ministry of Non-conventional Energy Sources,
Govt. of India. The authors thanks for the kind permission to
UNDP-GEF HH Project and Director AHEC for allowing the
presentation of the study.
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